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HomeMy WebLinkAboutBLDG PERMIT #12252 (Concrete Repairs) Common Areabate: ' CITY OF CAPE CANAVERAL Tracking # RECEIVED BUILDING PERMIT APPLICATION Permit# Z Z. JUN 11 2015 (321)868-1222 City of Cape Canaveral Building Department - 75 10 N. Atlantic Ave. - Cape Canaveral, FL 32920 You may download this application: www.cityofcapecanaveral.or7. You may fax to: (321)868-1247. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY (Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required) Address of Job Site: 76 0S 9 106E h/.ev ,O �4 ✓E Zoning classification: g -Z Flood Zone: ><- Legal Legal description of property: TWN: 24 RNG: 3 1/ SEC: Z__3 SUBD: G G BLK: 3 '7_ LOT: PB: ovo& PG: 0 Property Owner Name: 1� / 1j6 o woo,o Go �Ve a t6�q T GooO ANo uGl1 Phone: 3 2 / S¢ 3 -1&5� i Address: o,� i�,4 Fee Simple Titleholder's Name (if other than owner): 641-A Bonding Company: /y�/� Address: Mortgage Lender: it///;t- Address: Type of Permit Brief description of work: Building Electrical Plumbing Mechanical Other G o ,✓ c 22 i iL A'a Address: Architect/Engineer Name: Address: gG9 Sael717 Type of Square Const. Occu- FPL lines City Semver # of # of # of # of # of Z Fax: Electrical Contractor Name: Address: Building Feet Type paney currently available Concrete/ stories dwel- bed- water aluationofmvork Phone (office): Phone (cell/pager.): under (IA, Classifica available to to serve Asphalt Phone (office): ling rooms closets (Copy or Contract Required) Name of Company: (P lease roof VB, -tion serve this this Parking units indicate indicate as a etc) (B,R1,R3 � property. � property. Spaces applicable) etc.) Yes/No Yes[No Commercial S SFR Townhouse Apartment Condominiu / ©zJ Other Architect/Engineer Name: Address: gG9 Sael717 5C3 AG HJ /�✓/1 %�tr�ic Name of Company: 1, r?� e /hoc lLG ed6�_ /-2.32-174-- Z17SState State License No.: O Phone (office): Phone (cel l/pager.):3g�63-6')q / Fax: Primary Contractor Name: Address: e5 Name of Company: /11iL 4!r2 S e 2- S2 State License No.: C6 G o3Z9ZZ Phone (office): Phone (cell/pager.): Z Fax: Electrical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Plumbing Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Mechanical Contractor Name: Address: Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: Specialty/Other Contractor Name: Address: ' Name of Company: State License No.: Phone (office): Phone (cell/pager.): Fax: G:!B]d=.Dept.FormsrBuitdinL, Permit Application Rei-. May 16.2012 Building Permit Application Checklist Notes Completed Permit Application Current code edition: FL BldR. Code 2010 (as revised) Current survey showing all proposed construction and landscaping Check with Bldg. Dept. for setbacks Notarized signature — Owner/Builder Affidavit If owner is acting as contractor Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling County impact Fee receipt May be deferred until C.O. Capital Expansion Impact Fee receipt Maybe deferred until C.O. Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed / Proof of Ownership Copy of Recorded Notice of Commencement (over $2,500) Over $7,500 for Mechanical change out Current Cert. Of Liability Ins./Worker's Comp. Policy / Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right -Of -way Planning and Zoning Board Site Plan Approval For all new construction of four units or more Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations: State License Record will be kept on file after initial submittal Notify Building Department of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Three sets of sealed construction drawings Per F.B.C. 104 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of insp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout Plans must indicate person responsible for design T\vo sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinkler/Alarm specifications Requires Fire Dept. approval prior to issuance of permit Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that lie/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. "ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED PRIO EMENTr Contractor's Name: �/ T//,y/t- ffe57/C G -L:& Contractor's Signature: Date: Site Address: 76e�7.5 O�Z /O G,e wow /-7 c/G For Notary use only: State of Florida, County of Bevard Sworn and subscribed before me this day of E( , , 20 (3 , by who produced identification: or is p aJJx,-kwxv-n to me. .......... 9P••, LINDA A. JAMES `= NOtiiry Public - State of Florida Seal: •= My Comm. Expires Dec 16, 2016 ' Commission i EE 629870 'F•°F i �oP.•. Bonded Through Nat \13 dional Motary 12 01 ? Ug. Dept til/ " Ce/ Printed n of Applicant = Notary Public At Large 1-45'1 Oer• This form may be duplicated. 'ry ' tf Ridgewood Cond JAMES A. BALMER Concrete Repairs -26-15 7600 Ridgewood Ave. STRUCTURAL ENGINEER Cape Canaveral FL 869 Southern Pine Trail Rockledge, FL.3205 PE #4670 SPECIFICATIONS GENERAL: THE PURPOSE OF THESE SPECIFICATIONS IS TO PROVIDE THE. SEQUENTIAL METHOD OF INVESTIGATING AND REPAIRING THE EXISTING CONCRETE BALCONIES, STAIRS, COLUMNS, AND HEADERS OF THE ABOVE MENTIONED CONDOMINIUM. THIS IS TO INCLUDE BUT NOT BE LIMITED TO THE REQUIREMENTS FOR INVESTIGATING THE DEMOLITION AND REPLACEMENT OF THE ASSOCIATED RAILINGS TO ACCOMPLISH THIS WORK. THE JUDGEMENTS TO BE MADE, CHARACTERISTICS OF THE MATERIALS TO BE USED, AND THE PROCEDURES FOR DEMOLITION AND REPAIRS ARE AS FOLLOWS: 1. INSPECT THE SURROUNDING SUPPORT COLUMNS BY SOUNDING WITH A LIGHT HAMMER OR CHAIN TO LOCATE ANY ADDITIONAL HOLLOW AREAS AND IDENTIFY ALL CRACKS, SPALLED CONCRETE, OR EXPOSED BARS FOR FURTHER INVESTIGATION AND APPROPRIATE REPAIR. 2. IF MORE THAN 30% OF THE SURFACE NEEDS REMOVING, SHORE UP THE BALCONY USING 4 X 4 RUNNERS AND METAL SHORING JACKS SPACED 2' TO 3' OUT FROM THE BUILDING BEARING ON SOLID SUPPORT AT 4' ON CENTER. IF ONLY SPOT DAMAGE IS FOUND ON THE BALCONY; SHORING IS NOT NEEDED. SET UP BARRICADES AT THE GROUND LEVEL BELOW THE BALCONIES TO BLOCK OFF THE AREA THAT COULD BE ENDANGERED BY FALLING DEBRIS AND POST SOME FORM OF NOTICE TO THAT EFFECT. 3. USE A SMALL POWER DRIVEN BUSHHAMMER TO REMOVE ALL LOOSE CONCRETE TO EXPOSE THE RUSTED REINFORCING STEEL. UTILIZE A SLUNG HAND HOIST TO LOWER ALL LARGE DEBRIS TO THE GROUND BELOW FOR TEMPORARY STORAGE ON SITE WHERE DIRECTED UNTIL REMOVAL. 4. INSPECT ALL EXPOSED REBAR: AND IF THE CIRCUMFERENCE IS REDUCED LESS THAN 8%, REMOVE ONLY THE UNSOUND CONCRETE ENOUGH TO CLEAN THE LOOSE RUST SCALE OFF THE REBAR SURFACES. IF THE REBAR CIRCUMFERENCE IS REDUCED BETWEEN 8% AND 15%, REMOVE THE CONCRETE 360 DEGREES AROUND THE RODS TO PROVIDE A MINIMUM OF ''/2'CLEARANCE. City of Cape Canava d PERMITTED FOR N U No,01 ��CE Page I of REVIEWEDwa.ns 0 !�//s' copReview of thiauthonze vio l&ion of any local, state or federal codes, ordinances or statutm 5. USE A POWER DRIVEN PRESSURE WASHER TO REMOVE ALL SURFACE RUST AROUND THE EXPOSED REBAR. IF THE REBAR CIRCUMFERENCE IS REDUCED BY GREATER THAN 15% OR THE DEPTH IS GREATER THEN '/20F THE SLAB DEPTH OVER MORE THAN 50% OF THE AREA CONTACT THE STRUCTURAL ENGINEER, JAMES A. BALMER. 6. IF THE OBSERVED CRACKS APPEAR TO BE SURFACE IN NATURE AND THE CONCRETE SOUND, BUT THEY ARE LARGER THAN HAIRLINE CRACKS, THEY MUST BE CUT OUT, PRESSURE CLEANED, AND FILLED WITH GRAVITY APPLIED "STO EPDXY BINDER' (OR AN EQUAL MATERIAL). 7. SAW CUT EDGES OF DAMAGED OR DEEPENED AREAS AT LEAST 1/2" DEEP, OR UNTIL A ROD IS ENCOUNTERED; AND AT LEAST ''/2" WIDE CREATING A CLEAR SEPARATION. CHIP OUT ALL LOOSE CONCRETE AND SQUARE OFF THE AREA EXPOSED AS MUCH AS POSSIBLE TO PROVIDE FOR A UNIFORM PATCH. 8. PRESSURE CLEAN THE SURFACE WITH A POWER DRIVEN PRESSURE CLEANER OR GRINDER TO A CLEAN POROUS STATE AND GRIND OFF EXCESSIVE PAINT, GLUE OR TOPPING THAT IS PRESENT. VACUUM AND BLOW CLEAN SURFACE TAKING CARE TO PROTECT ADJACENT GLASS OR ALUMINUM FINISHES, BEFORE APPLYING "SURTREAT" (OR AN EQUAL ANTI -CORROSIVE INHIBITOR) TO THE ENTIRE SURFACE. IN THREE (3) APPLICATIONS SPACED A FEW MINUTES APART UNTIL THE SURFACE IS MOIST; BUT NOT PUDDLED, TO NEUTRALIZE EXISTING RUST AND RETURN THE CONCRETE TO ITS ORIGINAL PH BALANCE. CURE 24 HOURS, AND THEN RINSE WITH WATER. 9. WHERE THE BROW OF THE BALCONY IS DISTURBED FORM IT OUT TO RETURN IT TO ITS ORIGINAL SHAPE AND CONDITION. 10. BRUSH APPLY ONE COAT OF "SURTREAT MCS II-' (OR EQUAL ANTI- CORROSION AGENT PER THEIR SPECS) TO THE EXPOSED SURFACE PRIOR TO POURING OVER IT. 11. APPLY A SECOND COAT OF "STO BONDING," (OR EQUAL MATERIAL) WITHIN 45 MINUTES, OR 4 HOURS PRIOR TO SEALING THE SURFACE WITH CONCRETE OR MORTAR. APPLY THE BONDING AGENT WITH A SPRAY HOPPER TO INSURE UNIFORMITY OVER THE ENTIRE AREA TO BE PATCHED. 12. USE "STO TROWEL -GRADE MORTAR,' (OR EQUAL MATERIAL) FOR CONCRETE REPLACEMENT TOPPING. WHEN DEPTH IS GREATER THAN 2" ADD STONE AGGREGATE AT A RATE OF 30 LBS PER BAG OF MORTAR. WHERE DEPTH IS COMPLETELY THROUGH THE SLAB USE "STO FULL - DEPTH REPAIR MORTAR,'' (OR EQUAL MATERIAL) APPLIED PER THEIR Page 2 of 5 SPECIFICATIONS. IF THE DEPTH IS GREATER THAN 4'-, ADD STONE AGGREGATE AT A RATE OF 27 LBS PER BAG OF MORTAR. 13. MIX THE RELACEMENT MATERIAL IN A 5 GALLON BUCKET WITH A MIXER BIT ON A POWER DRILL OR SMALL POWER MORTAR MIXER. COOL THE WATER WITH ICE TO AS CLOSE TO 70 DEGREES AS POSSIBLE. CONTROL THE ADDITIVES SUPPLIED BY "STO" AND THE AMOUNT OF WATER TO STRICT RECOMMENDATIONS OR AS DIRECTED BY THE MANUFACTURER. DO NOT POUR IN DIRECT SUNLIGHT. POUR THE BALCONY IN A CONTINUOUS APPLICATION. VIBRATE BRIEFLY WITH A PENCIL VIBRATOR TO FORCE OUT ANY AIR BUBBLES; BUT DO NOT OVER VIBRATE, CAUSING THE AGGREGATE TO SEPARATE. 14. FOR OVERHEAD REPAIRS HAND APPLY THE FIRST COAT OF MORTAR TO THE SURFACE BEFORE TROWELLING ON THE BALANCE. 15. IMMEDIATELY UPON APPLYING THE HARDENING AGENT, THE SLAB SHOULD BE COVERED WITH BURLAP AND WET DOWN FOR AN APPROPRIATE PERIOD OF TIME TO INSURE PROPER CURING AS RECOMMEDED BY THE MANUFACTURER. 16. EDGE (BROW) FORMS CAN BE REMOVED WITHIN 24 HOURS AND RUBBED WITH A RUBBING STONE OR GRINDER FOR A UNIFORM APPEARANCE. 17. SHORING CANNOT BE REMOVED UNTIL THE CURING IS COMPLETE; BUT NOT SOONER THAN ONE (1) WEEK. 18. TROWEL ON "STO WATERTIGHT,' (OR EQUAL MATERIAL) PER THEIR SPECS, WITH FIBERGLASS MESH OVER THE ENTIRE AREA BEFORE APPLYING A MINIMUM OF TWO COATS OF "STO TEXTURED FINISH,' (OR EQUAL MATERIAL) PER THEIR SPECS, TO THE ENTIRE SURFACE. 19. REPLACE THE RAILINGS TO MATCH THE ORIGINAL CONDITIONS WHILE MEETING THE CURRENT CODE, IF REQUIRED, BY THE LOCAL JURISDICTION AND MATCHING THE REST OF THE UNITS AS MUCH AS POSSIBLE. 20. SHIM, LEVEL, ANCHOR, AND SEAL THE RAILINGS OR REPLACE THEM WITH NEW RAILINGS ANCHORED TO CODE AND ASSIST IN THE PLACEMENT OF ANY OTHER BALCONY FEATURES AS MAY BE NECESSARY TO INSURE THAT NONE OF THE REPAIRED CONCRETE OR EXTERIOR BLOCK AND FINISHED IS COMPROMISED FOR A COMPLETE JOB. 21. CLEAN UP ALL LOOSE DEBRIS AND LEAVE THE PREMISES IN A STRAIGHT AND ORDERLY MANNER. JAMES A. BALMER, PE Page 3 of � Y � r y '• S�-J 7F S1 +y'•-�� i ,.i, at 'JY`'�t i J.++ F �:t {" ``, '�-• :✓ ,�li }�,j "�t 1 10AL ' =✓. � tw.:fy t _may T � f z },... � �,Jn � r t,. r � y ri Y. �: Li. � � � �` `r. ,(t •: � P � n >�s ff J r ,+� 24 �•- s f.i J r � .. ,, � � � ry, Jai/ .c - - e ". 'r,\ . �.y�✓,,. � ' BEY !s 71 _ � - i"�;�;� ,f i' ��h�I.�` . '•fit Page 4 of 5 S Page 5 of 5